摘要
根据剪力墙的肢强系数和整体系数对剪力墙进行分类,并且对各种剪力墙的类型的连梁和墙肢的相对强弱关系进行阐述,而剪力墙的数量和结构都要合理的布置,利用简单的计算原理,结合剪力墙和框架的相关关系,建立安全、经济、合理科学的设计。本文主要针对高层建筑框架剪力墙结构设计中一些问题进行探索。
The shear wall is classified according to limb strength coefficient and integral coefficient, and the relative strength relationship between coupling beam and the wall limb of all kinds of shear wall types is elaborated. The number and structure of shear wall should be arranged reasonably. Using simple calculation principle, combined with the correlation between shear wall and frame, a safe, economic, reasonable and scientific design is established. This article mainly studies the design of frame shear wall structures of high rise building.
出处
《价值工程》
2015年第23期107-108,共2页
Value Engineering
关键词
框架剪力墙
高层结构
设计
frame shear wall
high-rise structure
design
